Minimum Shear Reinforcement of Slender Walls with Grade 500 MPa (72.5 ksi) Reinforcing Bars

Baek, JW; Park, HG; Choi, KK; Seo, MS; Chung, L

Baek, JW (reprint author), Seoul Natl Univ, Inst Engn Res, Seoul, South Korea.

ACI STRUCTURAL JOURNAL, 2018; 115 (3): 761

Abstract

For the shear design of rein forced concrete (RC) walls, ACI 318 requires minimum shear reinforcement ratio in the case of 0.5 phi V-c <= V-u < ......

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